For the pushover curve, it is required thar the structure be pushed to a predetermined dispacement/force capacity levels in increments (say 10increments).
The message is all because it is unable to sustain the load level assigned to the structue.So reduce the target load/displacement levels.and rerun.
Please also note that pushover bieng a nonlinear load case, inelasticity associated with members shall be properly modelled.
Jayarajan Puttatt , Thank you for your advice, I found the solution for this warning. As you said the problem was in properly modelled for members... Thank you again..
Jayarajan Puttatt, How can we do a force-controlled pushover analysis. Once I select the full load option in SAP2000 for force-controlled pushover analysis, I am not able to get the responses step by step. Even though I have given the option of multiple steps. Please help me out.
My structure is a aluminum frame with glass infill so the non-linearity is due to link elements and not hinges.